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EXCHANGE 


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—  OF  THE 


CITY  ENGINEER 


—  OF  A  — 


SEWER  SYSTEM 

FOR  [SAN  FRANCISCO 

AS  MADE  TO  THE 
BOARD    OF    SUPERVISORS 

IN  CONNECTION  WITH  THE 


PROPOSED   BOND  ISSUE 

SUBMITTED  TO  THE  VOTERS 

MONDAY,  MAY  11, 


Published  by  Authorit 
BOARD  OF  SUPERV 
JOHN  E. 

CARLISLE  &  CO.  PRINTERS  1130  MISSION  STREET 


LIBRARY 

2  9 1945 


;•  i'-J    EXCHANGE 

CONSTRUCTION  OF  A  SEWER  SYSTEM. 

DATA*  A.VAII/A-Bijfe.-^-Fbrtunately  very  extensive  studies  have  been 
mnde  of  this  problem  and  printed  reports  of  the  results  are  available. 
However,  all  the  original  notes  and  large  scale  maps  of  existing  and  pro- 
posed sewers  were  destroyed  in  April,  1906,  but  the  undersigned  and  sev- 
eral members  of  the  engineering  staff  of  the  City  Engineer's  office  were 
employed  on  the  original  work. 

The  following  printed  reports  are  available. 

"Progress  Report  of  the  Engineers  in  Charge  to  Devise  and  Provide  a 
System  of  Sewerage,"  (1892-1893),  Board  of  Engineers,  Prof.  Davidson, 
Col.  Mendell,  M.  Irving  Scott,  Marsden  Manson  and  C.  E.  Grunsky. 

"Report  Upon  a  System  of  Sewerage,"  C.  E.  Grunsky,  Marsden  Manson, 
Chas.  S.  Tilton,  City  and  County  Surveyor,  and  Rudolph  Hering,  Con- 
sulting Engineer,  1899. 

"Report  Upon  a  Sewerage  System  for  San  Francisco,  Cal.,"  by  C.  E. 
Grunsky,  City  Engineer.  Date,  June  30,  1903.  Municipal  Reports,  San 
Francisco,  1902-1903. 

Studies  and  modifications  of  the  above  under  the  Board  of  Public 
Works,  1900-1907,  by  City  Engineer  Grunsky  and  Principal  Assistant  En- 
gineer Connick. 

These  data  are  made  use  of  in  the  preparation  of  this  report. 

TOPOGRAPHY  OF  THE  PENINSULA. 

The  topographical  features  of  the  peninsula  on  which  San  Francisco 
is  built  have  been  quite  fully  described  in  the  reports  previously  made, 
and  are  fully  detailed  on  the  printed  maps  accompanying  these  reports. 

The  City  and  County  is  in  the  shape  of  an  irregular  square,  with  sides 
r early  seven  miles  long  and  running  north  and  south  and  east  and  west; 
cut  of  the  northwest  corner  of  this  irregular  square  a  smaller  .one  about 
four  square  miles  in  area,  is  cut  out.  The  east  and  north  shores  on  the 
peninsula  are  washed  by  the  waters  of  the  bay,  and  the  west  by  the  Pacific 
Ocean. 

The  natural  watersheds  are,  therefore,  three:  westwardly  into  the 
ocean;  eastwardly  into  the  bay;  and  northerly  into  the  bay  and  Golden 
Gate.  The  ridge  dividing  the  ocean  drainage  from  that  of  the  bay  crosses 
the  southern  boundary  of  the  county  near  its  median  point  and  extends  in 
a  nearly  direct  line  to  Fort  Point.  The  elevations  of  this  ridge  range  from 
250  to  900  feet.  Thus,  by  far  the  greater  portion  of  the  area  permits  of 
rnpid  gravity  drainage.  This  ridge,  together  with  the  minor  subdivision 
ridges  control  the  division  of  the  city  and  county  into  sewage  districts. 

DISPOSITION   OF   DRAINAGE   AND   SEWAGE. 

The  topography  of  the  peninsula  of  San  Francisco  is  such  that  its  drain- 
age of  whatever  nature  must  be  discharged  from  its  easterly  and  northerly 
slopes  into  the  Bay  of  San  Francisco  and  from  its  westerly  slope  into  the 
Pacific  Ocean.  No  other  rational  and  economic  disposition  is  possible. 

The  degree  of  dilution  secured  by  the  solution  of  proper  points  of  out- 
fall is  such  that  no  perceptible  polutiion  of  the  waters  of  the  bay  can 
result. 

POINTS   OF   OUTFALL. 

These  may  be:  (1)  Multiple,  Or  to  the  most  direct  points  of  discharge 
hi  conformity  with  the  plans  more  or  less,  followed  prior  to  January,  1900. 
v.hich  provided  some  125  points  of  discharge  between  Hunter's  Point  and 
the  Presidio,  and  which  have  resulted  in  the  nuisances  now  existing  on  the 
bay  frontage;  or  (2)  They  may  be  selected  as  recommended  in  the  Teports 
above  referred  to,  and  which  are  reaffirmed  in  this  report. 

2  \V 

2 

& 


The  selected  points  were  chosen  by  reason  of  the  strong  tidal  currents 
which  sweep  between  them  and  the  shore,  thus  giving  maximum  dilution 
of  sewage,  together  with  its  entire  removal  from  the  shores  c 

jdInCseTecting  these  points  of  outfall  the  following  principles  have  been 


TO  remove   and   suppress  the  present  nuisances  around  the  bay 
frontage    from    Butchertown   to   Washerwoman's     Bay,    notably     at 
Creek,   Channel  street,  the  foot  of  Brannan,  Washington,   Pacific,   Powel 
and  other  streets,  by  collecting  the  sewage  in  large  mains  and  dischargm 
it   only   at   selected   points   where   tidal   currents   will   sweep   it  into   deep 
water,  distribute  and  dilute  it  to  the  maximum  extent,  and  thus  to  make 
the  shore  waters  of  the  bay  adjacent  to  the  wharves  and  docks  clean  and 
pure. 

2d.  To  preserve  forever  from  any  taint  or  appearance  of  contamina- 
tion the  waters  and  shores  of  the  beach  at  and  south  of  Point  Lobos. 

These  selected  points  of  discharge  were  determined  upon  only  after  a 
scries  of  observations  by  means  of  floats  conducted  during  all  stages  of 
the  tides  and  over  a  period  of  three  months  and  a  critical  study  of  the 
results. 

The  points  at  which  the  sewage  will  ultimately  be  discharged  are: 

1.  Off  Hunter's  Point. 

2.  Off  the  northerly  termination  of  Dupont  street. 

3.  Off  the  northerly  termination  of  Pierce  street. 
co          4.      Off   Mile   Rock    Point. 

S          The  plans  are  as  follows: 

1.  To  conduct  by  gravity  by  means  of  sewers  in  Milliken  street  and 
>?  Visitacion  avenue,  the  sewage  from  Visitacion  Valley  to  a  temporary  out- 
S  fall  in  the  bay  just  north  of  the  southerly  boundary  line  of  the  City  and 
g  County. 

Ij  2.  To  conduct  by  gravity  all  of  the  sewage,  together  with  that  frac- 
as tion  of  the  drainage  due  to  a  rainfall  of  14  of  an  inch  in  twenty-four  hours 
g  from  the  Hunter's  Point  district,  as  shown  on  the  accompanying  plan,  the 
§  aggregate  area  of  which  is  over  2,300  acres. 

The  main  sewer  will  commence  at  Mission  and  Springdale  streets  and 
follow  along  the  best  grades  and  alignments  in  a  general  easterly  and 
southeasterly  direction  to  Fifth  avenue  and  H  street,  where  it  will  dis- 
charge temporarily  into  the  waters  of  the  bay;  eventually  it  is  to  be  con- 
tinued to  Hunter's  Point,  and  carried  into  the  deep  waters  of  the  bay, 
well  off  shore. 

Ultimately  this  gravity  main  will  receive  by  pumping  the  sewage  from 
the  flat  districts  south  of  Islais  Creek  Channel  and  from  those  to  the 
north  of  South  Basin.  At  selected  points  drainage  in  excess  of  the  rain- 
fall above  noted  is  to  be  carried  by  relief  sewers  along  the  most  direct 
lir.es  of  the  bay.  The  temporary  outfall  above  noted  is  to  serve  as  a  future 
&torm  water  outlet. 

NORTH  POINT  MAIN. 

This  main  will  commence  at  Treat  avenue  and  Twenty-ninth  street, 
where  it  receives  several  sub-mains  and  will  be  located  thence  along  the 
best  grades  and  alignments  to  the  outfall  point,  receiving  en  route  the 
several  sub^mains  serving  the  sub-districts  of  this  district.  In  this  loca- 
tion due  regard  will  be  had  to  the  results  of  studies  now  in  progress  as 
to  the  stability  of  the  foundations  at  certain  points. 

At  selected  points  this  main  is  to  be  relieved  of  drainage  water,  in 
excess  of  the  rainfall  named,  and  this  excess  storm  water  conducted  by 
gravity  relief  sewers  to  the  most  convenient  points  of  discharge  in  the 
bay  or  its  tidal  estuaries.  The  main  will  serve  about  eighty  per  cent  of 


M262666 


the  present  population.  The  separate  system  and  pumping  stations  are 
necessitated  by  the  following  facts:  Over  the  district  east  01  Sansome  and 
between  the  bases  of  Telegraph  and  Rincon  hills,  and  over  the  flat  area 
between  Howard  street  and  Central  Basin,  officially  established  grades 
are  too  low  to  give  adequate  basement  and  sanitary  drainage;  hence,  these 
districts  must  be  separately  sewered  for  these  purposes;  and  storm  drain- 
age waters  must  be  carried  by  large  sewers  to  the  most  suitable  and  con- 
venient points  of  outfall  on  the  water  front  and  on  Channel  street. 

UPPER  ISLAIS  CREEK  SEWER  DISTRICTS. 

In  the  earlier  studies  made  of  the  disposition  of  sewage  from  the  upper 
Islais  Creek  sub-districts,  preference  was  given  to  passing  this  sewage 
r.hrough  the  divide  by  tunnel  and  delivering  it  into  the  North  Point  main; 
and  to  divert  surface  flood  waters  down  Islais  Creek.  This  preference  was 
e-iven  by  reason  of  the  fact  that  at  that  time  the  early  construction  of  the 
North  Point  main  was  probable,  and  that  the  construction  of  an  outfall 
to  Hunter's  Point  would  be  delayed  for  some  definite  period  and  a  tem- 
porary outfall  made  use  of  at  N  street  South  and  Fifth  avenue  South, 
which  is  an  undesirable  point  at  which  to  concentrate  a  large  amount  of 
sewage. 

The  alternate  proposition  of  carrying  this  sewage  to  the  Hunter's  Point 
outfall,  under  the  changed  conditions  which  have  elapsed  since  these  first 
studies  were  made,  has  not  been  given  the  necessary  study  by  reason  of 
lack  of  time.  The  modified  route  will  fte  more  fully  considered,  and  the 
conditions  should  be  made  sufficiently  elastic  to  permit  of  its  adoption, 
should  these  studies  show  such  modifications  to  be  preferable. 

3.  To   collect   and   discharge   by  gravity  mains   off   the  northerly  ter- 
mination  of   Pierce   street   all   sew.age   and   drainage   originating   north   of 
the  summit  of  the  ridge  commencing  at  Black  Point  and  encircling  to  the 
southwest  and  west  the  north  slope  of  the  bay  drainage,  aggregating  about 
SOO  acres.      This  district  is  designated  as  Harbor  View  district  in  the  report 
of  1899. 

The  mains  necessary  to  drain  this  district  are  in  part  constructed. 
They  are  to  be  completed  and  extended  to  the  proper  point  of  discharge 
well  off  shore. 

4.  To  collect  by  gravity  mains  all  sewage  and  drainage  from  the  entire 
ocean  slope  of  the  peninsula,  and  discharge  the  same  at  Mile  Rock  outfall 
in  the  ocean  currents  washing  that  point.      (For  details  of  these  districts 
and  sub-districts  see  the  reports  above  referred  to,  and  maps    etc     on  file 
in  the  City  Engineer's  office,  to  which  special  reference  is  hereby  made.) 

This  main  will  commence  at  W  street,  near  Forty-fifth  avenue,  and 
will  extend  thence  northerly  along  the  best  grades  and  alignments  to  the 
Mile  Rock  outfall,  receiving  along  its  route  the  sub-mains  from  the  Ocean 
View  district,  Sunset  district  and  West  Richmond  district. 

At  present  the  sewage  from  the  Richmond  district  is  being  discharged 
into  the  ocean  opposite  the  northerly  termination  of  Twenty-seventh  ave- 
nue, or  at  the  southerly  end  of  Baker's  Beach. 

Ultimately  it  will  be  desirable  to  construct  a  tunnel  and  discharge  this 
sewage  at  Mile  Rock,  the  present  outfall  remaining  in  use  as  a  point  for 
storm  water  disposal. 

These  five  districts  will  cover  the  entire  city  and  county,  and  the  mains 
herein  proposed  will  be  built  with  a  full  consideration  of  probable  increase 
in  their  population. 

CAPACITIES  OF  SEWERS. 

The  sewers  are  proposed  to  carry  the  sewage  and  the  maximum  amount 
ol  runoff  due  to  the  periods  of  intensely  heavy  rainfall  indicated  on  the 
rainfall  intensity  diagram  hereto  appended. 


Wherever  necessary  the  maiiis  of  each  district  are  to  be  relieved  of  dis- 
charge in  excess  of  sewage  and  one-fourth  of  an  inch  of  rainfall  per  twenty- 
tour  hours.  This  excess  is  to  be  carried  by  relief  sewers  to  the  most  con- 
venient outfall  point.  The  relief  sewers  will  be  called  into  use  on  the 
average  less  than  thirty  days  each  year,  and  may  be  expected  to  serve  up 
to  their  full  capacity  about  once  or  twice  a  year.  Beyond  the  points  of 
relief  the  mains  will  be  reduced  in  capacity  to  the  sewage  plus  the  runoff 
due  to  one-fourth  of  an  inch  rainfall  per  twenty-four  hours. 

The  sewers  herein  provided  for  will  supply  the  necessary  outfall  to  all 
the  new  and  growing  sections  of  the  city  as  well  as  those  now  quite  densely 
built  up.  It  is  intended  that  by  the  later  construction  of  the  necessary 
sub-mains  and  laterals  no  portion  of  the  City  and  County  shall  be  left 
without  proper  drainage  and  sewerage  facilities.  Detailed  studies  are 
being  made  with  a  view  of  reducing  the  area  of  some  of  the  pumping  dis- 
tricts, which  are  served  by  the  separate  system,  by  the  introduction  of 
gravity  pressure  mains. 

PROPOSED  SEWERS. 

In  order  to  indicate  clearly  which  sewers  are  recommended  for  early 
construction  the  following  table  has  been  prepared.  The  estimate  of  cost 
covers  the  construction  of  all  the  sewers  which  are  recommended  for  im- 
mediate construction,  even  in  those  cases  where. streets  are  not  now  ready 
to  receive  them  and  where  several  years  may  elapse  before  their  construc- 
tion. 

The  information  in  the  tables  relating  to  sewer  sizes  is  given  in  detail 
so  far  as  definiteness  could  be  given  to  the  location  of  sewers,  except  in  the 
following  cases: 

In  the  case  of  Yerba  Buena  District,  a  complete  system  of  sewers  for 
the  collection  of  sewage  proper,  are  recommended  for  immediate  construc- 
tion, and  are  covered  by  the  cost  estimate. 

In  the  case  of  Mission  Flats  District,  the  sewers  embrace  the  entire 
system  of  sewers  for  sewage  proper  except  a  few  local  sewers  on  un- 
improved water-front  property,  and  embraces  also  the  sewers  at  once 
required  south  of  Channel  street. 

All  of  the  structures  and  devices  of  every  kind,  including  manholes, 
connections  with  old  sewers,  relief  outlets,  pumping  stations  and  out-fall 
works,  which  are  necessary  for  the  successful  operation  of  sewers  now  rec- 
ommended for  construction,  are  to  be  considered  a  part  of  these  sewers 
and  are  not  specifically  enumerated  in  the  following  table,  but  are  covered 
by  the  estimate  of  cost. 

Abbreviations  used  in  the  table  are  as  follows: 

N.     North  or  northerly. 

So.     South  or  southerly. 

E.     East  or  easterly. 

W.     West  or  westerly. 

Br.     Brick.     (Brick  means  either  brick,  or  concrete  and  brick.) 

Br.  cone,  means  brick  and  concrete. 

I.  S.  P.     Iron-stone  pipe. 

Req.     Required. 

Pro.     Proposed. 

Prod.     Produced. 

Sta.     Station. 

R.  O.  W.     Right-of-way. 

Wd.     Wood. 

Cone.     Concrete. 

Extd.     Extended. 

Ret.     Retained. 

Rec.     Recommended. 

Itr.     Intermediate. 


TABULAR  EXHIBIT 


SHOWING  PROPOSED  NEW  MAIN  AND  INTERCEPTING  SEWERS,  AND  OLD  SEWERS 
ON  WHICH  MORE  OR  LESS  REPAIR  WORK  IS  TO  BE  DONE^TO  MAKE  THEM  A  PART 
OF  THE  MAIN  DRAINAGE  SYSTEM;  ALSO  SHOWING  AGGREGATE  LENGTHS  OF 
SEWERS  FOR  SEWAGE  ONLY  IN  THE  MISSION  FLATS  AND  YERBA  BUENA  DIS- 
TRICTS, AND  THE  SEWERS  RECOMMENDED  FOR  IMMEDIATE  CONSTRUCTION. 
NORTH  POINT  DISTRICT— MAIN  SEWER. 


Name  of  Street. 

1 
From 

'         „ 

A 
Mo? 

C  <U 
&* 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

Canal  St. 

Thirtieth  St.  .    .  . 

4J58 

Tunnel 

1  3'      x4'  6" 

*San  Jose  Ave.    .. 

Thirtieth  St  
Twenty-ninth  St. 

Twenty-ninth  St.  . 
Valley  St.  . 

624 
312 

Br.-Conc. 

3'      x4'  6" 
3'      x4'  6" 



*San  Jose  Ave.    .  . 
*San  Jose  Ave  .    .  . 
*San  Jose  Ave.    .  . 

Valley  St  
Duncan  St.  ....... 
Twenty-seventh.  . 

Duncan  St  
Twenty-seventh.  . 
Army  St  

624 
311 
326 

3'  6"x5'  3" 
3'  6"x5'  3" 
3'  6"x5'  3" 



JArmy  St  
*  Valencia  St     ... 

San  Jose  Ave  
Army  St  

Valencia  St  
Twenty-sixth  St.  . 

322 
304 

6'  6" 
2'  6"x3'  9" 

5' 

*Twenty-sixth  St.  . 

Valencia  St  

Bartlett  St  

321 

3'      x4'  6" 

*Twenty-sixth  St.  . 
*Twenty-sixth  St 

Bartlett  St  

Mission  St  
Capp  St 

321 
317 

3'      x4'  6" 
3'      x4'  6" 

*  Twenty-sixth  St.  . 
*Twenty-sixth  St.  . 

Capp  St  
Howard  St  

Howard  St  
Shotwell  St  

316 
317 

3'      x4'  6" 

3'      x4'  6" 

*Twenty-sixth  St.  . 

Shotwell  St  

Folsom  St  

316 

3'      x4'  6" 

*Twenty-sixth  St.  . 

Folsom  St  

Treat  Ave  

316 

3'      x4'  6" 

*Treat  Ave  

Twenty-sixth  St.  . 

Twenty-fifth  St.  .  . 

584 

3'  6"x5'  3" 

*  Twenty-fifth  St..  . 

Treat  Ave  

Harrison  St  

316 

3'  6"x5'  3" 

*Twenty-fifth  St... 
*Alabama  St  

Harrison  St  

Twenty-fifth  St.  .  . 

Alabama  St  
Twenty-fourth  St. 

272 

584 

3'  6"x5'  3" 
3'  6"x5'  3" 

*Alabama  St  

Twenty-fourth  St. 

Twenty-third  St.. 

584 

5' 

*  Alabama  St  

Twenty-third  St.. 

Twenty-second  St. 

584 

5' 

*  Alabama  St  
*Alabama  St  

Twenty-second  St. 
Twenty-first  St... 

Twenty-first  St... 
Twentieth  St  

584 
585 

5' 
5' 

*  Alabama  St  
*Nineteenth  St  

Twentieth  St.    ... 
Alabama  St  

Nineteenth  St  .  .  .  . 
Harrison  St  

474 
362 

5' 

5'6" 

*Nineteenth  St  

Harrison  St.  .    .    . 

Treat  Ave  

317 

5'6" 

*Treat  Ave  

Nineteenth  St  .  .  . 

Division  St  

587 

6'6" 

*Di  vision  St  

Treat  Ave  

Seventeenth  St..  ! 

609 

6' 

*  Division  St  

Seventeenth  S  .  .  . 

Harrison  St  

654 

6' 

*Harrison  St  

Division  St  

Fifteenth  St  

556 

6' 

*Harrison  St  
*Harrison  St  

Fifteenth  St  
Fourteenth  St  

Fourteenth  St  
Thirteenth  St  

584 
251 

6' 
6'  6" 

*Harrison  St  
*Harrison  St  

Thirteenth  St  
Twelfth  St  

Twelfth  St  
Eleventh  St  

263 
270 

6'  6" 
6'  6" 

*Harrison  St  
*Harrison  St  

Eleventh  St  
Tenth  St  

Tenth  St  
Ninth  St  

492 
492 

T 
T 

*Harrison  St  
*Eighth  St  

Ninth  St  
Harrison  St  

Eighth  St  
Folsom  St  

633 
632 

7' 
7' 

*Ei°'hth  St 

Folsom  St  

Howard  St  

633 

7' 

*Howard  St  

Eighth  St  

Seventh  St  

907 

7' 

*Howard  St  

Seventh  St  

Sixth  St  

908 

7' 

*Howard  St  

Sixth  St  

Fifth  St  

907 

T  6" 

*Howard  St  . 

Fifth  St  

Fourth  St  

908 

T  6" 



*Howard  St  

Fourth  St  

Third  St  

907 

7'  6" 

*Howard  St 

Third  St  

Second  St  .  . 

908 

7'  6" 

*33cond  St  

Howard  St  

Mission  St  

633 

7'  6" 

Mission  St 

Market  St  

651 

T  6" 

*Market  St  
*Sansome  St  

Second  St  
Market  St  

Sansome  St  
Bush  St  

356 

447 

7'  6" 
T  6" 



*Sansome  St  

Bush  St  

Pine  St  

344 

T  6" 

*Sansome  St  

Pine  St  

Calif  onia  St  

351 

T  6" 

*Recommended  for  immediate  construction. 
^Existing  sewer  to  be  retained. 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 
NORTH  POINT  DISTRICT— MAIN  SEWER. 


Name  of  Street. 

From 

To 

1 

341 
324 
324 
324 
324 
341    | 
350 
344 
344 
344 
344 
344 
402 
432 
540 
550 
570 
1200 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

*Sansome  St  
*Sansome  St  
*Sansome  St  
*Sansome  St  
*Sansome  St  

California  St  
Sacramento  St.  .  . 
Clay  St 

Sacramento  St.  .  .  . 
Clay  St  .  .  . 

Br.-Conc. 

Tunnel. 
Br.-Conc. 

C.  I.  P. 

T  6" 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
8' 
Two  60" 

Washington  St  .  .  . 
Jackson  St  



Washington  St  .  . 
Jackson  St  
Pacific  St 

Pacific  St  

Broadway  



Broadway  

Vallejo  St  

*Sansome  St  
*Sansome  St  

Vallejo  St 

Green  St. 

Green  St  .  . 

Union  St  

Union  St  

Filbert  St  
Greenwich  St  
Lombard  St  



Filbert  St 

Greenwich  St  
Lombard  St  . 

*Sansome  St  
*East  St  N 

East  St.  N  
Francisco  St  

Sansome  St  
Francisco  St  
Bay  St  
North  Point  St... 
East  St.  N  

*East  St.  N  
*East  St.  N  
*East  St  N 

Bay  St  
North  Point  St... 
Beach  St  



*  Outfall 

Outlet  

*Screen  house  at 
*Overflow  

Springdale  and  Mi 
Valencia  St.  and  A 
Treat  Ave.  and  Eij 
Harrison  St.  and  I 
Harrison  St.  and  I 
Harrison  St.  and  I 
Seventh  St.  at  Ho1 
Sixth  St.  at  Howa 
Fifth  St.  at  Howai 
Mission  St.  and  Se 
Sansome  St.  and  C 
Sansome  St.  and  J 

ssion  Sts  

rmy  St     ... 

rhteenth  St  
Ifteenth  St 

*Overflow  
*Overflow  
*Overflow 

\mrteenth  St  

Eleventh  St 

ivard  St  
rd  St... 

*Overflow  

•dSt..    .    . 

cond  St  

ommercial  St  

*Overflow  

ackson  St  

NORTH  POINT  DISTRICT— NORTH  BEACH  SUB-DISTRICT. 


tPowell  St  
JPowellSt  
*Powell  St  
*Beach  St 

Vallejo  St  
Francisco  St  
North  Point  St  .  .  . 
Powell  St  
Beach  St  

Francisco  St  
North  Point  St... 
Beach  St..  
North  Point  Main. 
Sea  Wall  
Leavenworth  St.  . 
Jones  St  
Taylor  St  
Mason  St 

2406 
688 
344 
950 
500 
481 
481 
481 
481 
481 
344 
344 
688 

Brick. 

I.  S.  P. 
Brick. 
I.  S;<  P. 

Brick. 

I.  S.  P. 
Brick. 

3'  6"x5'  3" 
6' 
18" 
6' 
12" 
18" 
2'      x3' 
3'      x4'  6" 
5'  6" 
21" 
2'      x3' 
2'  6"x3'  9" 

3'x5' 
3'x5' 
3'x5'  Wd 

*Powell  St.  overflow 
JBay  St  
JBay  St  ... 

3'x5'  Wd 
18" 
18" 
16" 
16" 

3'x5''  ' 
3'xo' 
3'x5' 

HydeSt  
Leavenworth  St.  . 
Jones  St  

*Bay  St 

*Bay  St  
*North  Point  St  
JBattery  St  
JBattery  St  

Taylor  St  
Mason  St  
Vallejo  St  
Green  St  .  . 

Powell  St  
Green  St  
Union  St  

Union  St  

Greenwich  St  
ch  St  

*Ovfcrflow  

Powell  St.  and  Bea 

NORTH  POINT  DISTRICT— FIFTH  STREET  SUB-DISTRICT. 


tTurlr   St 

Hyde  St 

Market  St  

2050 

Brick. 

1 

3'x5' 

tPrlrlv  St 

Jones  St             .    . 

Powell  St... 

1444 

3'x5' 

Turk  St 

Fifth  St 

260 

3'x5' 

j  Grant    Ave.    and 
Market  St  
*Powell  St 

O'Farrell  St  
Eddy  St 

Powell  St  .  .  . 
Market  St  

1300 
100 

3'  6;'x5;  3" 

'  3'x5' 
3'x5' 

Powell  St 

Fifth  St  

160 

4'x6' 

3'x5' 

*Fifth  St 

Market  St  

Howard  St  

1284 

5' 

3'x5' 

,• 

*Recommended  for  immediate  construction. 
^Existing  sewer  to  be  retained. 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 
NORTH  POINT  DISTRICT— SEVENTH  STREET  SUB-DISTRICT. 


Name  of  Street. 

From 

1 

To 

A 

fl 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

{McAllister  St  

Gough  St  

Jones  St  

3370 

Brick. 

C  3'x5' 
<  3'x5'  6" 

{Market  St  

Jones  St  

Seventh  St 

325 

3'  6"x5'  3" 

(  3'x5' 
3'x5' 

{Seventh  St 

Market  St 

Howard  St 

1280 

u 

3'  6"x5'  3" 

V-x  V 

NORTH  POINT  DISTRICT— ELEVENTH  STREET  SUB-DISTRICT. 


fPierce  St  

California  St.    . 

Sutter  St 

1040 

3'x5' 

;Sntter  St  
{Slitter  St  

Pierce  St  
Steiner  St  

Steiner  St  
Fillmore  St 

481 
481 

Brick. 

3'x4'  6" 
4'  6" 

3'x5' 
3'x5' 

{Fillmore  St 

gutter  St 

Post  St 

344 

u 

4'  6" 

V~x  V 

"Eleventh  St  
{Buchanan  St  

OakSt.centerextd 
O'Farrell  St  

Harrison  St  
McAllister  St  

2520 
1720 

• 

6' 

3'x5' 
3'x5' 

{Webster  St  .  . 

Sutter  St 

Turk  St 

2064 

3'x5' 

'Steiner  St  

Sacramento  St.  .  .  . 

Sutter  St 

1382 

u 



3'x5' 

{Polk  St 

Fulton  St  .  .  .  . 

Market  St  center 

1130 

u 

3'x5' 

{Market  St  

Polk  St  

Eleventh  St..    . 

375 

u 

3'x5' 

tGrove  St  

Gough  St  

Franklin  St  

481 

u 

3'x5' 

f  Franklin  St  

Grove  St  

Hayes  St 

344 

u 

3'x5' 

Hayes  St  

Franklin  St.  .  . 

Van  Ness  Ave  .  .  . 

481 

It 

3'x5' 

fVan  Ness  Ave   .    . 

Hayes  St   .    . 

Oak  St. 

688 

u 

3'x5' 

'California  St  

Pierce  St  

Scott  St.  .  .  

481 

u 

3'x5' 

h  California  St.  .  . 

Scott  St..  . 

Devisadero  St. 

488 

u 

3'x5' 

NORTH  POINT  DISTRICT— FOURTEENTH  STREET  SUB-DISTRICT. 


*  Fulton  St 

Masonic  Ave. 

Lyon  St 

978 

Brick 

2'  6"x3'  9" 

18" 

''Fulton  St 

Lyon  St 

1450 

3'x4'  6" 

18" 

Fulton  St 

Grove  St 

344 

u 

3'x4'  6" 

18" 

fDevisadero  St  

Grove  St  

Hayes  St 

344 

u 

3'x4'  6" 

3'x5' 

:  Devisadero  St  
Oak  St 

Hayes  St  
Clayton  St  .  . 

FellSt  

Scott  St 

344 
3864 

3'x4'  6" 

3'x5' 
3'x5' 

Cole  St  

Carl  St  

Waller  St..  . 

1032 

u 

3'x5' 

Cole  St 

Waller  St 

Oak  St 

1175 

It 

3'x4'  6" 

3'x5' 

Cole  St 

Oak  St.. 

Fell  St  .  .  . 

344 

u 

3'  6"x5'  3" 

NORTH  POINT  DISTRICT— FOURTEENTH  STREET  SUB-DISTRICT. 


{Fell  St 

ColeSt  
Devisadero  St.  .  . 
Fell  St  

Devisadero  St  
Scott  St  
Waller  St  
Pierce  St  

3857 
488 
1376 
481 
962 
650 
220 
632 
873 
450 
1285 
633 
1265 

Brick. 

4'  6' 
5' 
5' 
5' 
5'  6' 
5'  6' 
5'  6' 
5'  6' 
3'      x4'  6" 
3'      x4'  6" 
3'      x4'  6" 
3'  6"x5'  3" 
6' 

4'x5' 
4'x5' 
4'x5' 
4'x5' 
5' 
5' 
5' 
5' 
5' 
3'x5' 
3'x5' 
3'x5' 
6' 

{Fell  St..    .. 

{Scott  St  

t  Waller  St 

Scott  St  
PierceSt  
Waller  St 

{Waller  St  
j  Fillmore  St 

Fillmore  St  
Thirteenth  St  
Church  St  
Fourteenth  St  .  .  . 
Tow'ds   Guerrero 
Guerrero  St  . 

{Thirteenth  St  
{Church  St  
*Fourteenth  St.  .  . 
J  Fourteenth  St.  .  . 
{Fourteenth  St.  .  . 
{Fourteenth  St.  .  . 
{Fourteenth  St.  .  . 

Fillmore  St  
Thirteenth  St.... 
Church  St  

Last  named  point  . 
Guerrero  St  
Mission  St  
Howard  St  

Mission  St  
Howard  St  
Harrison  St  

NORTH  POINT  DISTRICT— EIGHTEENTH  STREET  SUB-DISTRICT. 


*Recommended"  for  immediate  construction. 
^Existing  sewer  to  be  retained. 


{Eighteenth  St  
{Eighteenth  St.  ... 
{Eighteenth  St.  . 
{Eighteenth  St.. 
{Eighteenth  St.. 
{Eighteenth  St.. 
*  Eighteenth  St.  . 

Danvers  St  

Douglas  St  
Eureka  St  
NoeSt  
Church  St  

1150 
310 
1588 
1285 
2608 
940 
610 

'  'Brick.'  ' 

2'  6"x3'  9" 
3'      x4'  6" 
3'  6"x5'  3" 
5'  6" 
6' 
6' 

3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
6' 

Douglas  St  
Eureka  St  
NoeSt  
Church  St  
Mission  St  
Shotwell  St  . 

Mission  St  
Shotwell  St  
Division  St  

.     CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 
NORTH  POINT  DISTRICT— UPPER  TWENTY-SECOND  STREET  SUB-DISTRICT. 


Name  of  Street. 

i 

From 

To 

A 

•&« 

s& 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

JTwenty-second  St. 

Dolores  St  

Guerrero  St  

661 

Brick. 

2'      x3' 

3'x5' 

Guerrero  St  

Valencia  St  

642 

2'  6"x3'  9" 

3'x5' 

Valencia  St 

Capp  St  

959 

u 

3'      x4'  6" 

16" 

*Capp  St  .  .  . 

Twenty-second  St. 

TwentiethSt  

1168 

H 

3'  6"x5'  3" 

f    C.  P. 

*Twentieth  St 

Capp  St          ... 

Treat  Ave  

1265 

* 

3'  6"x5'  3" 

(  16"xl8" 
!  14"-10" 

*Treat  Ave  

Twentieth  St  

Nineteenth  St  .  .  .  . 

584 

• 

3'  6"x5'  3" 

1  12"-  16" 
12" 

NORTH  POINT  DISTRICT— EAST  POTRERO  SUB-DISTRICT. 


Twenty-third  St.  . 

Twenty-second  St. 

932   i 

Brick. 

2'      x3' 

Connecticut  St.    . 

Missouri  St  

280 

I.  S.  P. 

15" 

Texas  St 

200 

18" 

Texas  St  

Point    10'    W.    of 

230 

u 

21" 

Last  named  point. 

Mississippi  St. 
Pt.10'  VV.of  E.side 

370 

Brick. 

2'      x3' 

Last  named  point  . 

Pennsylvania  Ave. 
Iowa  St  

250 

2'  6"x3'  9" 

*Twenty-second  St. 
*Kentucky  St  
*iventucky  St 

Iowa  St  
Twenty-.second  St. 
Twentieth  St  

Kentucky  St  
Twentieth  St  
Nineteenth  St...  . 

1120 
932 
466 

3'      x4'  6" 
3'  6"x5'  3" 
3'  6"x5'  3" 

8"-16"-14" 
16" 
16" 

*Kentucky  St  

Nineteenth  St..  .  . 
Eighteenth  St 

Eighteenth  St  .  .  .  . 
Mariposa  St   ... 

466 
466 

2'  6"x3'  9" 
2'  6"x3'  9" 

16" 

NORTH  POINT  DISTRICT— EAST  POTRERO  SUB-DISTRICT. 


*Nineteenth  St  
*Tennessee  St  

Kentucky  St  .  .  . 

Tennessee  St  
Eighteenth  St...  . 
Minnesota  St.  ...  . 

280 
466 
280 
466 
280 
560 
280 
280 
210 
280 
280 
285 
285 
466 
280 
1400 
280 
280 
473 
1372 
466 
280 
280 
280 
466 
466 
560 
280 
939 
433 
433 

1666 

I.  S.  P. 

Br  ck 
I.  S  P. 

Bnck. 

I.       P. 

Bn  k. 

I.  S.  P. 

u 

15" 
15" 
18" 
24" 
21" 
2'      x3' 
3'  6"x5'  3" 
5' 
6' 
18" 
18" 
18" 
24" 
2'     x3' 
2'      x3' 
2'  6"x3'  9" 
4'  6" 
5' 
& 

2'  6"x3'  9" 
2'  6"x3'  9" 
21" 
15" 
21" 
18" 
24" 
2'      x3' 
2'  6"x3'  9" 
3'  6"x5'  3" 

24' 

24" 

16" 
16" 
8" 
16" 
12"  &   14 
14" 
18" 
18" 
12" 

""12"" 

Nineteenth  St  .  .  .  . 
Tennessee  St  
Eighteenth  St..  .  . 
Iowa  St 

*  Eighteenth  St  
*Minnesota  St  
*Mariposa  St  
*Mariposa  St  

Mariposa  St. 

Indiana  St  
Tennessee  St 

Tennessee  St  . 

Kentucky  St  
Illinois  St 

*Mariposa  St  
*Mariposa  St  
*Mariposa  St  
*Mariposa  St 

Kentucky  St  
Illinois  St  
Minnesota  St  
Indiana  St  
Iowa  St  

100'  into  the  bay  . 
Indiana  St 

Iowa  St  

*Mariposa  St  
*Mariposa  St  
*Mississippi  St  
*Seventeenth  St  .  .  . 
*Seventeenth  St  .  .  . 
*Seventeenth  St.  .  . 
*Seventeenth  St  .  .  . 
*Rhode  Island  St.  . 
*Rhode  Island  St  .  . 
*Carolina  St 

Pennsylvania  Ave. 
Mississippi  St  
Seventeenth  St.  .  . 
Texas  St  

Pennsylvania  Ave. 
Mariposa  St  
Mississippi  St  
Texas  St 

Carolina  St.  .    .  . 

Carolina  St. 

De  Haro  St  
Rhode  Island  St.. 
Sixteenth  St  
Division  St  
Mariposa  St.  i  ...  . 



De  Haro  St  
Seventeenth  St  .  . 
Sixteenth  St  
Seventeenth  St  .  . 
Carolina  St  
Wisconsin  St..    . 
Arkansas  St  
Mariposa  St  
Mariposa  St  
Rhode  Island  St  .  . 
Vermont  St  
Sixteenth  St  
Alameda  St  
Alameda  St  

San  Bruno  Ave.  .  . 
Nineteenth  and  Ke 
On  Mariposa  St. 
Mariposa  and  Inc 
and  Iowa  streets 
Sixteenth  St.  and  ] 
Alameda  St.  and  S 

18" 

*Mariposa  St  

Wisconsin  St  
Arkansas  St  
Connecticut  St  .  .  . 
Eighteenth  St  
Eighteenth  St  
Vermont  St  
San  Bruno  Ave.  .  . 
Alameda  St  
Division  St  
Division  St. 

*Mariposa  St  

*Iowa  St 

*Indiana  St 

*Sixteenth  St  
*Sixteenth  St     .... 

3'x5' 
3'x5' 
12" 
12" 
12" 

3'x5' 

*San  Bruno  Ave.  .  . 
*San  Bruno  *ve.  .  . 
*San  Bruno  Ave.  .  . 
*Ninth    and  Divi- 
sion Sts  
*Overflow  

Harrison  St  

ind   MinnesotaSt.,    1 
iana,  and  Mariposa  | 

*Overflow.  

ihod'e  Island  St  .      1 

*Recommended  for  immediate  construction. 
^Existing  sewer  to  be  retained. 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 
NORTH  POINT  DISTRICT— UPPER  ARMY  STREET  SUB-DISTRICT. 


Name  of  Street. 

From 

To 

fl 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

{Twenty-f  ourth  St  . 
JTwenty-fourth  St 

Castro  St  

Noe  St 

NoeSt  
Sanchez  St  . 

643 
643 

Brick. 

3'  6"x5'  3" 
3'  6"x.V  3" 

3'x5' 
q/vc/ 

{Sanchez  St  
{Twenty-fifth    St., 
Church    St.  and 
Twenty-seventh 

Twenty-fourth  St. 
Sanchez  St  

Twenty-fifth  St.  .  . 
Dolores  St  

584 
2472 

4' 
4'  6" 

4'x4' 
.f  3'x5' 

{Twenty-seventh  St 

Dolores  St  

Guerrero  St  

661 

„ 

1  5'x5' 
V  v  V 

{Guerrero  St.  and 
Army  St  

Twenty-sev'th  St. 

San  Jose  Ave  

613 

5' 

5'x5' 

{Diamond  St  
{Diamond  St  
{Diamond  St  

Twenty-eighth  St. 
Twenty-sev'th  St. 
Twenty-sixth  St.. 

Twenty-sev'th  St. 
Twenty-sixth  St.. 
Twenty-fourth  St. 

584 
584 
1168 

I.  S.  P. 

12" 
15" 
18" 

14" 
14" 
16" 

NORTH    POINT    DISTRICT—  UPPER    ISLAIS    CREEK    SUB-DISTRICT—MAIN    SEWER. 

*3adowa  St  

Capitol  Ave  

San  Jose  Ave  
Naglee  Ave  
Mt.  Vernon  Ave.  . 
Geneva  Ave  

Saneca  Ave  
Ocean  Ave  
Jarnac  St.  produced 
Last  named  point  . 
Lyell  St 

San  Jose  Ave  

Naglee  Ave  
Mt.  Vernon  Ave.  . 
Geneva  Ave             | 

1300 

2114 
1460 
950 
700 

1550 
1430 
1150 
1000 
1025 

Brick. 

; 

1  2'  6"x3'  9" 

2'  6"x3'  9" 
3'  6"x5'  3" 

5'  6" 

6' 
6'  6" 

7' 
8' 
I        9'  6" 

*3aerman  Ave.  and 
Wyoming  Ave.  .  . 
*vVyoming  Ave..  .  . 
*East  Lake  Ave.etc. 
*Proposed  new  St.  . 
*Proposed  new  St. 
and  Cay  aga  Ave.. 
*Propas3cl  new  St.  . 
*Prop3sed  new  St.  . 
*Springdale  St  
*Springdale  St  
, 

Seneca  Ave  

Ocean  Ave  
Jarnac  St.produced 
Springdale  St  
Lyell  St  
Mission  St 

NORTH  POINT  DISTRICT— COUNTY  LINE  WEST  SUB-DISTRICT. 


—  T  

Howth  St 

Tara  St 

600 

ISP 

1  S" 

{Ocean  Ave  

Tara  St  

San  Jose  Ave  .    .  . 

800 

I          " 

21" 

{Ocean    Ave.  and 
Onondago  Ave.  .  . 

San  Jose  Ave  
Unadilla  Ave  

Cayuga  Ave  
Ocean  Ave  

1540 
1496 

Brick. 
I.  S.  P. 

. 

2'      x3' 
18" 



NORTH  POINT  DISTRICT— PERSIA  AVENUE  SUB-DISTRICT. 


—  rr  :  T  

Dublin  St  

Athens  St  

1080 

I.  S.  P. 

24" 

{Persia  Ave  
{Persia  Ave  

Athens  Ave  
Edinburgh  St  

Edinburgh  St.  .  .  . 
Mission  St  

810 
1340 

Brick. 

2'      x3' 
2'  6"x3'  9" 



{Mission  St  
{Mission  St 

Persia  Ave  
Amazon  St  

Onondaga  St  
France  Ave  

830 
1200 

'" 

3'  6"x5'  3" 
3'      x4'  6" 



{Mission  St         ... 

France  Ave  

Onondaga  Ave..  .  . 

475 

« 

4'  6" 

{Onondaga  Ave..  .  . 

Mission  St  

Cayuga  Ave  

731 

" 

5' 

NORTH  POINT  DISTRICT— SILVER  AVENUE  WEST  SUB-DISTRICT. 


i  China  Ave  

Edinburgh  St  

Mission  St  

1340 

I.  S.  P. 

18" 

Mission  St 

China  Ave  

Silver  Ave  

1150 

24" 

^Mission  St       

Silver  Ave  

Cuvier  St  

1450 

Brick. 

2'  6"x3'  9" 

NORTH  POINT  DISTRICT— LOWER  ARMY-STREET  SUB-DISTRICT— 
STORM  WATER  SEWERS. 


;Army  St  
f  Army  St  

Valencia  St  
Mission  St  

Mission  St  
Shotwell  St  

574 
975 

Brick. 

6' 
6'  6" 

6' 
6'  6" 

:Army  St  
:Army  St  
tArmy  St 

Shotwell  St  
Folsom  St  
San  Bruno  Ave.  .  . 

Folsom  St  
San  Bruno  Ave.  .  . 
Kansas  St  

362 
2992 
420 

; 

7' 
7'x8'  6" 
7'xlO' 

7' 
7'x8'  6" 
7'xlO' 

^Kansas  St  

Army  St  

Marin  St.extended 

466 

" 

7'xlO' 

7'xlO' 

*Recommended  for  immediate  construction. 
{Existing  sewer  to  be  retained. 


10 


CHARACTER  AND  DIMENSIONS  OK  REQUIRED  SEWERS. 
NORTH  POINT  DISTRICT— EAST  CORTLAND  AVENUE  SUB-DISTRICT. 


Name  of  Street. 

ta*>* 

From 

*.L.    To 

Si 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

*  Waterloo  St  

San  Bruno  Ave.  .  . 
Waterloo  St  

Loomis  St  
Barneveld  Ave  .  .  . 
id  Ave  

400 
200 

Brick. 

3'x4'  6" 
3'x4'  6" 

*Loomis  St  

*Overflow 

Lee  St.  and  Cortlai 
^Mission  St.  and  Ar 

*Overflow  

my  St  |  

1  .  . 

1  ;: 

r     ••(•• 

NORTH  POINT  DISTRICT— MISSION  FLATS  SUB-DISTRICT—STORM 
WATER  SEWERS. 


*Division  St  .  .  .  .  | 

Eighteenth  St  

Northerly  line  Ala- 
meda  St 

2210 

Cone  -Br 

11'  6"x8'  9" 

J  5'x9'  6" 
1  5'  9"xll" 

*  Division  St  

Alaineda  St  
Potrero  Ave  

Easterly    line  of 
Potrero  Ave  

King  St  

1453 
1578 

Cone.      < 

11'  6"x8'9" 
2   compart- 
ments 

7'  3'xll'  6" 
7'  3"xll'  6" 
&8'6"xll'6" 

*King  St 

Division  St.   .    . 

Seventh  St 

650 

) 

8'  6"x8' 
2    compart- 
ments 

box. 

*Seventh  St    .  .  . 

King  St.  

Channel  St.  '.  

647 

] 

8'  6"x8' 
2  compart- 
ments 

3'x5' 

*Harrison  -  Ala- 

Fifteenth  St  

Alabama  St.    . 

621 

I 

Brick. 

9'  6  x8' 
8' 

3'x5' 

*  Division  St  
*Di  vision  St  

Alaineda  St  
Fourt'th  St.  ext'd 
Tenth  St  

Fourt'th  St.  ext'd 
Tenth  St  
Potrero  Ave  

342 
991 
157 

8' 
9' 
9'xl6' 

7'  3"xll'  6" 
7'3//xll'6" 
7'  3"xll'  6" 

*Harrison  St.  re- 
lief 

Eleventh  St  

Tenth  St  

- 
490 

I    '        8/ 

18" 

*Tenth  St 

1265 

8' 

18" 

Howard  St  

Folsom  St.  .  .  . 

633 

3'  6"x5'  3" 

3'x5' 

*Seventh  St     .    . 

Folsom  St  

Brannan  St  

1898 

5' 

3'x5' 

t  Sixth  St 

Howard  St.  .  .    . 

Tehama  St 

220 

u 

3'  6"x5'  3" 

3'x5' 

"''Sixth  St 

Tehama  St  

Folsom  St  

413 

u 

3'  6"x5'  3" 

3'  6"x5'  3" 

NORTH  POINT  DISTRICT— MISSION  FLATS  SUB-DISTRICT—STORM 
WATER  SEWERS. 


JSixth  St     .  . 

Folsom  St  
Brannan  St  
Howard  St  
Folsom  St  
Brannan  St  
Howard  St  
Folsom  St  
Harrison  St  
Bryant  St  
Bryant  St  

Brannan  St  
Channel  St  
Folsom  St  

1898 
1612 
633 
1898 
1612 
633 
633 
633    | 
633 
1300 
312 

550 
1037 
446 
633 
908 
908 
908 
908 
908 
908 
908 
358 

Brick. 

I.  S.  P. 
Brick. 

Wood. 

5' 
5'  6" 
5' 
5'  6"xll' 
5'  6"xll' 
12" 
24" 
3'  x4'6" 
4' 
6'  6" 
6'  6" 

6' 

5' 
3'x5' 
3'x5' 
5'  cir. 
5'  cir. 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
box  3'x5' 

6' 
3'x5' 
6' 
6' 
6' 
7'x9' 
7'x9' 
7'x9' 
7'x9' 
7'x9' 
7'xg7 
7'  6"x9'  6" 

*Sixth  St  
*FifthSt  
*  Fifth  St  

Brannan  St  
Channel  St  .  . 

*  Fifth  St  
JFourth  St  
j  Fourth  St  

Folsom  St  
Harrison  St  
Bryant  St  
Brannan  St. 

JFourthSt  
JFourth  St  
JFourthSt  
JFourth  St  
t  Fourteenth   St. 
extended,  pro- 
posed new  St  .  . 
t  Fourth  St  

Berry  St  

Berry  St 

Channel  St  

Division  St  
Howard  St  

Ninth  St  .  . 

Harrison  St  
Stevenson  St  
Division  St  

t  Brannan  St  
j  Brannan  St  
J  Brannan  St  
j  Brannan  St  
+  Brannan  St  
j  Brannan  St  
t  Brannan  St  
t  Brannan  St  
t  Brannan  St  
t  Brannan  St  
*Overflow  
^Overflow  
*Overflow  
^Overflow  

Ninth  St  
Eighth  St  
Seventh  St  
Sixth  St 

Eighth  St  
Seventh  St  
Sixth  St  
Fifth  St  
Fourth  St  

Fifth  St  
Fourth  St  
Third  St  
Second  St  
First  St  
Brannan  St.  at  Fr< 
Brannan  St.  at  Fo 
Brannan  St.  at  Fif 
Brannan  St.  at  Sh 

Third  St  
Second  St  

First  St  
Fremont  St.  .  . 

;mont 

urth  

th 

.th  

*Recommended  for  immediate  construction. 
{Existing  sewer  to  be  retained. 


11 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 

NORTH  POINT  DISTRICT— MISSION  FLATS  SUB-DISTRICT,  NORTH  OF 
CHANNEL  STREET— SEWAGE  ONLY. 


1 

1 

A 

f! 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

69705 

ISP 

8" 

*A°'0'reorate  sewers  in  district.  . 

39325 

S  P 

10" 

*A0rT3°rate  sewers  in  district  ........ 

4040 

.  S.  P. 

12* 

*  Aggregate  sewers  in  district.  . 

1730 

S  P 

15" 

3130 

S   P 

18" 



*  Aggregate  sewers  in  district  

4090 

S  P 

21" 

*  Aggregate  sewers  in  district  

780 

.  S.  P. 

30" 

NORTH  POINT  DISTRICT— MISSION  FLATS  SUB-DISTRICT,  SOUTH  OF 
CHANNEL  STREET— SEWAGE  ONLY. 


1789 

I.  S. 

8" 

*  Aggregate  sewers  in  district  

7803 

10" 

*Aggregate  sewers  in  district  

2863 
908 

u 

12" 
15" 

*  \g^regate  sewers  in  district  

160 

u 

18" 

*Aggregate  sewers  in  district  •.  

200 

C.  I.  P. 

18" 

'.'.'.'.'.'.    '.'. 

YERBA  BUENA  DISTRICT— STORM  WATER  SEWERS. 


Name  of  Street. 

From 

| 

To 

3U 

«! 
^ 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

Sansome  St.  . 

Drumm  St  .  .  . 

1375 

Brick 

5' 

3'x5' 

Market  St  

California  St  

150 

3'x5' 

JDrumm  St  
*Drumm  gt 

California  St  
Commercial  St.  .  .  . 

Commercial  St.  .  . 
Jackson  St  

515 
815 

5"  6" 

3'x5' 

Jackson  St. 

East  St.  N  .  .  . 

520 

7'  6" 

J  Howard  St 

Second  St  

East  St.  S  

2915 

3'x5' 

*Mission  St 

Second  St 

First  St  

908 

3'x4'  6" 

3'x5' 

*Mission  St 

First  St  

East  St.  S  

2007 

3'x5' 

J  Market  St 

Sutter  St  

Drumm  St  

1500 

3'x5' 

IBush  St 

Sansome  St.  . 

Market  St  

653 

3'x5' 

ICalifornia  St 

Sansome  St 

Drumm  St 

1375 

3'x5' 

*Outfall  '.'.'.'.'.'. 

Drumm  St  

The  Bay  

200 

" 

7'  6" 

YERBA  BUENA  DISTRICT— SEWAGE  ONLY. 


*  Aggregate  sewers  in  district 
*Aggregate  sewers  in  district 

*  Aggregate  sewers  in  district 

*  Aggregate  sewers  in  district 

*  Aggregate  sewers  in  district 
*Aggregate  sewers  in  district 


fc 

28410 

ISP 

8" 

t  

30102 

10" 

t  

1295 

u 

12* 

t      .  .          

2665 

u 

15" 

t  

260 

18" 

*  * 

t  

580 

21" 

HUNTER'S  POINT  DISTRICT— UNIVERSITY  MOUND  SUB-DISTRICT. 


Wayland  St  

Bacon  St    

460 

Brick. 

5'  6" 

*Bacon  St 

Goettingen  St.  ... 

Berlin  St  

300 

5'  6" 

*B3rlin  St     

Bacon  St  

Burrows  St  

460 

« 

5'  6" 

*Burrows  St  
*Girard  St 

Berlin  St  

Girard  St  
Felton  St  

300 
460 

" 

5'  6" 
5'  6" 



*Felton  St  

Girard  St  

San  Bruno  Ave..  . 

300 

« 

5'  6" 

Felton  St 

Silliman  St  

460 

tt 

5'  6" 

*3xa  Bruno  Ave.  .  . 
*San  Bruno  Ave  .  .  . 

Silliman  St  
Silver  Ave  

Silver  Ave  
Gaven  St  

460   | 
640 

3'  6"x5'  3" 
3'x4'  6" 



HUNTER'S  POINT  DISTRICT— SOUTH  BERNAL  HEIGHTS  SUB-DISTRICT. 


JAndover  Ave  

East  Ave  

Crescent  Ave  
Prentiss  St  

783 
1270 

I.  S.  P. 

21" 
24" 

21" 

1        24" 
' 

*Preatiss    St.    and' 

Crescent  Ave  

Sweeny  St  

1130 

Cast  Iron. 

12" 

*Pr3itiss    St.    and 

Islais  Creek 

800 

Brick. 

5" 

*0vernow  

Crescent  Ave.  and 

Prentiss  St  

*Recommended  for  immediate  construction. 
{Existing  sewer  to  be  retained. 


12 


CHARACTER  AND  DIMENSIONS  OF  REQUIRBD  SEWERS. 
HUNTER'S  POINT  DISTRICT— MAIN  SEWAGE. 


Name  of  Street. 

From 

To 

Len- 

•^. 

Material. 

*  ^u6', 

scribed 
Size. 

Size 
of  Old 
Sewer. 

fProposednewSt., 
Canal.  Congdon, 
TrumbellSts.,and 
proposed  new  St  . 

Springdale      and 
Milton  Sts 

Harvard  St  ext'd 

2180 

Brick 

7'  6" 

Harvard  St  ext'd 

Relief  outlet 

1300 

8' 

tProposed  new  St.  . 

Relief  outlet  

Southerly  

1005 

I.  S.  P. 

18' 

tProposed  new  St 

760 

24" 

Boylston  St.  .  . 

750 

Brick. 

2'x3' 

*Sweeny  St  
*Barneveld      Ave. 
and  Gaven  St  

Boylston  St  
Sweeny  St  

Barneveld  Ave  .  .  . 
W.  side  San  Bru- 

1140 
500 

3'x4'  6" 
3'x4'  6" 



*Steuben  and  Au- 
gusta Sts  

W.  side  San  Bru- 

Charter  Oak  Ave 

690 

Tunnel 

3'x4'  6" 

*Charter  Oak  Ave.  . 
*HelenaSt.,SSt.S., 

and  Seventh  Ave. 
S  
*RSt.  S  

Augusta  St  

Charter  Oak  Ave.. 
Seventeenth  Av.S. 

Helena  St  

RSt,  S  
E.  side  Sixteenth 
Ave.  S  

760 

2184 
320 

3'x4'  6" 

3'x4'  6" 
3'  6"xo'  3" 

.,..:.,.. 

*R  St.  S  

E.  side  Sixteenth 
Ave   S 

Fifteenth  Ave  S 

240 

Brick 

3'  6"x5'  3" 

*  Fifteenth  Ave.  S.  . 

R  St.  S  

Southerly  .  .  . 

310 

3'  6"x5'  3" 

*Fifteenth  Ave   S 

Q  St   S 

354 

Tunnel 

3'  6"x5'  3" 

*Q  St.  S.  and  Four- 
teenth Ave.  S.... 
*P  St.  S  

Fifteenth  Ave.  S.  . 
Fourteenth  Ave.S. 

PSt.  S... 
E.  side  Thirteenth 

944 

5' 

Ave  S 

320 

11 

5'  6" 

*P  St.  S.  and  Tenth 
Ave.  S  

E.  side  Thirteenth 

Ave  S 

1482 

Brick 

5'  6" 

*N  St.  S  
*Seventh  Ave   S 

Railroad  Ave  

N  St   S 

Seventh  Ave.  S... 

M  St  S 

840 
664 

« 

6' 
6'  6" 

*M  St   S 

Seventh  Ave   S 

Sixth  Ave   S 

280 

« 

6'  6" 

*Sixth  Ave   S 

M  St  S 

264 

« 

6'  6" 

*Sixth  Ave.  S.  and 

L  St  S 

W  line  Fifth  Av  S 

640 

Tunnel 

|       6'  6" 

*L  St.  S.  and  Fifth 
Ave.  S  .  .  .    . 

W.  line  Fifth  Av.S. 

K  St.  S  . 

704 

Brick 

6'  6" 

*  Fifth  \ve   S 

K  St  S 

Southerly 

214 

7' 

*Fifth  Ave.  S  

Last  named  point 

J  St.  S 

450 

Tunnel 

7' 

*Fifth  Ave.  S  

J  St.  S  

136'  S.  of  I  St.  S 

800 

7'  6" 

*Fifth  Ave.  S  

Last  named  point  . 

H  St.  S  

528 

Brick. 

r  6" 

HUNTER'S  POINT  DISTRICT— SOUTH  SLOPE  OF  HUNTER'S  POINT  SUB-DISTRICT. 


*  Nineteenth  Ave  S. 

J  St  S 

H  St  S 

1328 

Brick 

2'x3' 

*H  St.  S  

Nineteenth  Ave.  S. 

Seventeenth  Av.S. 

560 

3'x4'  6" 

*Seventeenth  Av.  S. 
*G  St.  S  

H  St.  S  
Seventeenth  Av.S.. 

GSt.  S  
Fifteenth  Ave.  S. 

664 
560 

u 

3'  6"x5'  3" 
3'  6"x5'  3" 

*  Fifteenth  Ave.  S.. 

GSt.  S  

FSt.  S  

604 

" 

4'  6" 

MILE   ROCK  [NORTHWEST  OF  PT.   LOBOS]  DISTRICT— OCEAN   VIEW  SUB-DISTRICT— 

SEWAGE  ONLY. 


*Stanlev  St  

Orizaba  Ave  
Stanley  St.and  Ver- 
non  St.  northwest- 
terly  &  northerly. 

Holloway  Ave.  ext 
Thence  northweste 
Northerly 

Vernon  St  

Holloway  Ave.  ex- 
tended   

ended  'northerly  .  .  .  . 

- 

rly  and  northerly.  .  . 

1560 
4200 
1550 
1100 
300 

1150 
6000 
2900 

7500 
2950 

500 

I.  S.  P. 

C.  I.  P.  on 

trestle. 

I.S.P. 

C.  I.  P.  on 

trestle. 

I.  S.  P. 

10" 

12" 
15" 
18" 

;. 

18" 

21" 
21" 
21" 

10" 

18" 

10" 



*Main  outfall  sewer 
along     proposed 
right  of  way  
*Main  outfall  sewer 
along     proposed 
right  of  way  
*Main  outfall  sewer 
along     proposed 
right  of  way  
*Main  outfall  sewer 
along     proposed 
right  of  way  
*Main  outfall  sewer 
along     proposed 
right  of  way  
*Parkside  Ave  
*Parkside  Ave.....  . 
*Ocean  Ave  

*Across     Ingleside 
racetrack   grounds 
tAlong     proposed 
right  of  way  

......... 

Northwesterly  
Last  named  point 
Thence  
Lee  Ave.  . 

Parkside  Ave  
westerly  
Great  highway...  . 
1500'  west  of  In- 
gleside Inn  

^Main  outfall  sewer 
Main  outfall  sewer 



Arlington   Avenue 
westerly  
San  Miguel  Rancho 
line  about  800'S.of 
Ocean  Ave.  Wly.. 

*Recommended  for  immediate  construction. 


tNot  recommended  for  immediate  construction. 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 
HARBOR  VIEW  DISTRICT. 


Name  of  Street. 

1 

From 

To 

*,£! 

J 

Material. 

Pre- 
scribed 
Size. 

Size 
of  Old 
Sewer. 

{  Broadway  St  
t  Broad  way  St  
{Polk  St  
{Vallejo  St  
t  Franklin  St  
{Franklin  St.  .  .  . 

HydeSt  
Larkin  St  
Broadway  St  
Polk  St  

Larkin  St  
PolkSt  
Vallejo  St  
Franklin  St  
Union  St  
Lombard  St  
Gough  St  
Octavia  St 

481 
481 
350 
962 
688 
1032 
481 
481 
481 
344 
481 
344 

1720 
344 
459 
688 
688 
481 
962 
688 

962 

2104 

275 

344 
481 
427 
688 

1032 
1720 
344 
344 
481 
659 
800 

Brick. 

I.  S.  P. 

Brick. 

m 

I.  S.  P. 
Brick. 

I.  S.  P. 
Brick. 

|    C.  I.  P. 

2'      x3' 
2'  6"x3'  9" 
3'      x4',6" 
3'      x4-  6'" 
3'      x4'  6" 
3'  6"x5'  3" 
3'  6"x5'  3" 
4'  6" 
5' 
5' 
2'  6"x3'  9" 
2'  6"x3'  9" 

5' 
5'  6" 
5'  6" 
21" 
2'  6"x3'  9" 
2'  6"x3'  9" 
3'      x4'  6" 
3'  6"x5'  3" 

3'  6"x5'  3" 
6' 

6'  6" 
2'  6"x3'  9" 
3'      x4'  6" 
24" 
2'      x3' 

2'  6"x3'  9" 
5' 
24" 
2'      x.V 
3'      x4'  6" 
5' 
30" 

3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
10" 
3'  6" 
4'    * 
J  10"-  12" 
1  18"-20" 

Vallejo  St 

Union  St  
Franklin  St  
Gough  St 

{Lombard  St  
{Lombard  St  
*Lombard  St  
*Laguna  St  
{Greenwich  St  
{Octavia  St  

*Laguna  St  
*  Laguna  St  

Octavia  St  
Lombard  St  
Gough  St  .  . 

Laguna  St  
Chestnut  St  
Octavia  St  
Lombard  St  

Greenwich  St  

"  Chestnut  St  
Jefferson  St  

Jefferson  St 

Tonquin  St  
The  bay  
Filbert  St 

{Laguna  St  
j  Lacuna  St 

Green  St  
Filbert  St  
Laguna  St  
Buchanan  St 

3'x5' 
3'x5' 
3'x5' 
3'x5' 
3'x5' 
(  Wooden 
<      box 
(    sewer. 
J275'  of 
}       3'xo' 

Lombard  St  
Buchanan  St  

{Lombard  St  
{Lombard  St  
{Fillmore  St  

*Francisco  St  
*  Pierce  St 

Fillmore  St  
Francisco  St  

Pierce  St. 

Lombard  St  
Fillmore.  St  
Francisco  St  

Lewis  St  
Chestnut  St  
Scott  St  
Lyon  St  
Union  St  

Greenwich  St  
Francisco  St  
Lombard  St  
Chestnut  St  
Broderick  St  
Tonquin  St  
Pierce  St  

Lewis  St  
' 
The  bay  
Francisco  St  
Pierce  St  
Baker  St  
|    Greenwich  St  

Francisco  St  
Tonquin  St  
Chestnut  St  
Francisco  St  
Baker  St  .  . 

*Pierce  St  
{Pierce  St  
*Francisco  St  
{Union  St  
{Baker  St  

{Baker  St  
{Baker  St 

3'xf/ 

12" 
16" 
J      14"x 
i  16"&18" 
18" 

"  '  18"  " 

{Broderick  St  
{Broderick  St  
{Francisco  St  
{Baker  St  
{Outfall  
"Overflow  
"•Overflow  
{Overflow  

The  bay  
In  the  bay  

nut  Sts 

Laguna  and  Chest 
Laguna  and  Tonqi 
Baker  and  Tonqui 

n  Sts 

V 

*Recommended  for  immediate  construction. 
{Existing  sewer  to  be  retained. 


14 


CHARACTER  AND  DIMENSIONS  OF  REQUIRED  SEWERS. 

MILE   ROCK   [NORTHWEST   OF   PT.   LOBOS]   DISTRICT— UPPER   AND   LOWER   SUNSET 

SUB-DISTRICTS. 

SEWERS  FOR  STORM-WATER. 


Name  of  Street 

From 

To 

fi 

Material 

Pre- 
scribed' 
Size 

Size 
of  Old 
Sewer 

*Great  Highway.  .  . 
*Great  Highway 

Ocean  Ave  
U  St 

USt  

S  St 

1600 
1360 

Rein.  cone. 

2'  6"x3'  9" 
3'      x4'  6" 

*  Forty-eighth  Ave 

S  St 

L  St  

4760 

it 

3'  '    x4'  6" 

*  Forty-eighth  Ave 

L  St     

H  St  

2720 

u 

3'  6"x5'  3" 

H  St 

C  St 

3400 

u 

L  St 

H  St  . 

2720 

Brick. 

3'      x4'  6" 

3'x4'  6" 

JH  St.  .. 

Seventh  Ave  

Tenth  Ave  

930 

1 

4'  6" 

J  4'  6"x 
1  5'  31" 

JH  St..  

Tenth  Ave  

Fourteenth  Ave.  . 

1240 

« 

6' 

6' 

JH  St  . 

Fourteenth  Ave  .  . 

Twentieth  Ave  .  .  . 

1890 

« 

6' 

6'x7'  14" 

*H  St 

Twentieth  Ave 

Fortieth  Ave 

6200 

6' 

*Across  Park  

Fortieth  Ave.  and 
H  St 

Forty-eighth  Ave. 
and  Fulton  St 

3720 

6'  6" 

*W     i       '    lith   A 

Fulton  St 

C  St 

600 

u 

6'  6" 

JTenth  Ave 

L  St..:  

K  St  

680 

" 

2'  3" 

JK  St  

Tenth  Ave  

Eleventh  Ave.  .  .  . 
Twelfth  Ave 

310 
310 

u 

2'  3" 
2'  6"x3'  9" 



J  Twelfth  A-*e 

K  St.  .        .    ... 

J  St  ..." 

620 

• 

2'  6"x3'  9" 

tJSt..               .    .    . 

Twelfth  Ave  

Fourteenth  Ave.  . 

620 

2'  6*x3'9" 

J  St 

340'  northerly 

340 

u 

3'      x4'  6" 

H  St 

1020 

u 

3'  6"x5'  3" 

Twentieth  Ave 

H  St 

I  St  

680 

Rein.  cone. 

4'  6" 

*Twentieth  Ave 

I  St  .  .  . 

K  St  

1360 

3'  6"x5'  3" 

*Twentieth  Ave 

K  St 

L  St 

680 

» 

3'      x4'  6" 

*  Forty-fifth  Ave 

U  St 

T  St  \ 

*U  St 

Forty-fifth  Ave.    . 

Forty-sixth  Av.  •< 

1670 

« 

7'  3" 

*Forty-sixth  Ave..  . 
*  Forty-sixth  Ave.  .  . 
*Fortv-sixth  Ave 

TSt  
SSt  
Q  St 

QSt'.  '.'.'.'.'. 
P  St 

1360 
680 

« 

8'«* 

8'  9" 

P  St 

N  St 

1360 

u 

9' 

*N  St  

Forty-sixth  Ave  .  . 

N  St 

Forty-seventh.  .  J 

L  St    •    .              1 

1670 

u 

9'  3" 

*LSt  
*  Forty-eighth  Ave 

Forty-seventh  Av. 
L  St  

Forty-eighth  ...  J 
C  St  1 

5440 

u 

9'  6" 

*  Forty  eighth  Ave 

C  St 

Ocean                  .    .  | 

4500    | 

Tunnel. 

8'xl6' 

*Tunnel  for  sewage 

Storm  water  tun- 

Ocean 

1600 

?  T  4'x5' 

Y 

VISITACION  VALLEY  DISTRICT 


To  DISCHARGE  IN  BAY  NEAR  COUNTY  LINE. 


*San  Bruno  Ave.  .  . 
*San    Bruno    Ave. 
Milliken  St 

I 
Somerset  St  

Visitacion  St  
Sunnydale  Ave. 

1400 
680 

I.  S.  P. 
Rein.  cone. 

24" 
3'  6"x5'  3" 



Cora  St 

480 

3'x4' 

*Sunnydale  Ave...  . 
*  Sunnydale  Ave.  .  . 

Cora  St  
Milliken  St  

Milliken  St  
Bay  

1385 
1500 

Wood  box 

3'  6"x5'  3" 
5'x5' 

::;;:::;; 

*Recommended  for  immediate  construction. 
^Existing  sewer  to  be  retained. 


ESTIMATE  OF  COST. 

The  sewers  and  work  recommended  for  construction  in  this  report  are 

•overed  by  the  following  estimates  of  cost.     The  costs  are  based  on  the 

same  classes  of  material  and  construction  as  were  used  in  the  estimate* 

made  by  City  Engineer  C.  E.  Grunsky  in  a  report  on  a  System  of  Sewers 

~  made  tO;  the  Board  of  Public  Works  and  dated  June  30th,  1903. 

1,  Hua'ter's  Point  main  sewer,  sub-mains  and  main  sewers 

in  the  Bay  View  and  in  Visitacion  Valley  districts.  .  .  $     418,549.00 

2.  North  Point  main  relief  outlets  and  special  structures, 

mains    and    sub-mains    in   the    portion    of    the   North 

Point  district  south  of  College  Hill 1,664,411.00 

8.  Mains  and  sub-mains  in  Harbor  View  and  North  Beach 

districts 243,974  .  00 

4  Main  and  sub-mains  tributary  to  Mile  Rock  outfall, 

including  sub-mains   from   the  Ingleside,   Sunset   and 

West  Richmond  districts 630,339  .  00 

5.  Storm  sewers  and  special  structures,  sewage  sewers  and 

pumping  station  in  Mission  Flats  district 312,727.00 

t:.  Storm  sewers  and  special  structures,  sewage  sewers  and 

pumping  station  in  Yerba  Buena  district 200,000.00 

Real  estate,  rights  of  way,  grade  changes,  etc 250, 000. 00 

Preparation  of  plans,  specifications  and  inspection 280,000.00 


Total    $4,000,000  .  00 

I  would  note  that  during  the  past  seven  years  the  following  sewers  have 
been  constructed  in  accordance  with  the  herein  proposed  plan,  at  a  cost 
of  $636,702.42.  They  represent  about  one-tenth  of  the  required  work: 

H  street  from  Seventh  to  Twentieth  avenues. 

Mission  street  from  Amazon  arenue  to  Persia  avenue. 

Amazon  avenue  from  Mission  street  to  London  street. 

Persia  avenue  from  Mission  street  to  Dublin  street. 

Mission  street  from  Second  to  Third  streets. 

Cole  street  from  Oak  street  to  Pell  street.. 

California  street  from  Twenty-fourth  avenue  to  Thirty-first  avenue. 
.Twenty-fourth  avenue  from  California  street  to  Lake  street. 

China  avenue  from.  Paris  street  to  Edinburgh  street. 

Van  Ness  avenue  and  Vallejo  street. 

Valencia   street   from   Eighteenth   to  Nineteenth   streets. 

Howard  street  from  Seventeenth  to  Eighteenth  streets. 

Fourth  street  from  Howard  street  to  Channel  street. 

Sixth  street  from  Howard  to  Brannan  streets,  together  with  the  lateral 
sowers  on  the  adjacent  streets. 

Baker  street  from  Union  street  to  the  bay,  together  with  the  lateral 
sowers  in  the  adjacent  streets. 

Ocean  avenue  and  Onondaga  avenue,  from  Howth  street  to  Islais  Creek. 

San  Jose  avenue  from  Mt.  Vernon  avenue  to  Ocean  avenue. 

Tenth  avenue,  K  street,  Twelfth  avenue,  J  street  and  Fourteenth  ave- 
nue from  L  street  to  H  street. 

Seventh  avenue  from  H  to  L  streets. 

Market  street  and  Seventh  street,  from  Jones  street  to  Howard  street. 

Fourteenth   street  from  Valencia   street  to  Howard   street. 

Harrison  street,  from  Fourth  to  Sixth  streets. 

Haight  street  from  Steiner  street  to  Pierce  street. 

Dore  street  from  Bryant  street  to  Brannan  street. 

Steuart  street  from  Market  street  to  Mission  street. 

Market  street  from  First  street  to  East  street. 

Drumm  street  from  Market  .street  to  Commercial  street. 

Mission  street  from  Sixth  street  to  Eighth  street. 

Mission  street  and  Seventh  street. 

A  temporary  pumping  station  on  Commercial  street  near  Drumm 
street. 

A  temporary  pumping  station  on  Fourth  street  near  Berry  street. 
Respectfully  submitted, 

MARSDEN    MANSON, 

City   Engineer. 


UNIVERSITY  OF  CALIFORNIA  LIBRARY 
BERKELEY 

Return  to  desk  from  which  borrowed. 
This  book  is  DUE  on  the  last  date  stamped  below. 


WBLBl    MAY  2  91986 


OCT101955LU 
DOT  3  0  1979 


tin,,  o. 


.   AUG  1  5  879 


LD  21-100m-9,'48(B399sl6)476 


YCt 04945 


GENERAL  LIBRARY- U.C.  BERKELEY 


THE  UNIVERSITY  OF  CALIFORNIA  LIBRARY 


